Retrofit effects for welded wide flange beam-to-column connections: Study on seismic retrofit of beam-to-column connection using supplemental H-section haunches Part 1

被引:0
|
作者
Asada, Hayato [1 ]
Matoba, Hiroaki [1 ]
Tanaka, Tsuyoshi [1 ]
Yamada, Satoshi [2 ]
机构
[1] Department of Architecture, Kobe University, Japan
[2] S.E.R,C, Tokyo Insutitute of Technology, Japan
来源
关键词
All Open Access; Bronze;
D O I
10.3130/aijs.80.681
中图分类号
学科分类号
摘要
引用
收藏
页码:681 / 691
相关论文
共 50 条
  • [1] Retrofit effects for composite beam: - Study on seismic retrofit of beam-to-column connection using supplemental H-section haunches Part 2
    Dept. of Architecture, Kobe University, Japan
    不详
    不详
    J. Struct. Constr. Eng., 715 (1479-1487):
  • [2] Proposal for seismic retrofit of beam-to-column connection by the addition of H-section haunches to beams using bolt connection
    Asada, Hayato
    Tanaka, Tsuyoshi
    Yamada, Satoshi
    Matoba, Hiroaki
    INTERNATIONAL JOURNAL OF STEEL STRUCTURES, 2014, 14 (04) : 865 - 871
  • [3] Proposal for seismic retrofit of beam-to-column connection by the addition of H-section haunches to beams using bolt connection
    Hayato Asada
    Tsuyoshi Tanaka
    Satoshi Yamada
    Hiroaki Matoba
    International Journal of Steel Structures, 2014, 14 : 865 - 871
  • [4] Seismic retrofit of fabricated steel exterior beam-to-column connections using knee braces
    Zhang, Dan
    Zhang, Lei
    Wang, Xinzhong
    Wang, Yukui
    Deng, Chao
    Structures, 2024, 69
  • [5] Seismic retrofit of beam-to-column joints with grouted steel tubes
    The Department of Civil Engineering, The University of British Columbia, Vancouver
    BC, Canada
    不详
    Am. Concr. Inst. ACI Spec. Publ., 1600, (397-425):
  • [6] Seismic testing of welded beam-to-column moment connections
    Mao, C
    Ricles, JM
    Lu, LW
    Fisher, JW
    BEHAVIOUR OF STEEL STRUCTURES IN SEISMIC AREAS, 2000, : 719 - 726
  • [7] Seismic performance and retrofit of beam-to-column connection for early high-rise buildings
    Dept. of Architecture and Architectural Eng., Kyoto University, Japan
    不详
    J. Struct. Constr. Eng., 2009, 636 (367-374): : 367 - 374
  • [8] Seismic behavior and design method of beam-to-column connections with beam-end horizontal haunches
    Zhang, Wen-Yuan
    Wang, Xiang-Jun
    Zhu, Fu-Jun
    Zhang, Yao-Chun
    Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology, 2009, 41 (12): : 7 - 13
  • [9] Performance evaluation of curved welded flange-plate beam-to-column connections
    Ghafari, Y.
    Mofid, M.
    Sedehi, O.
    SCIENTIA IRANICA, 2016, 23 (06) : 2494 - 2505
  • [10] ULTIMATE STRENGTH OF STIFFENED SYMMETRICAL WELDED STEEL BEAM-TO-COLUMN FLANGE CONNECTIONS
    ELGHAZALY, HA
    SHERBOURNE, AN
    COMPUTERS & STRUCTURES, 1987, 26 (05) : 749 - 760